Skip to main content
Log in

Calculation of the steel shell in a combined lining of a high-pressure tunnel

  • Papers
  • Published:
Hydrotechnical Construction Aims and scope

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Literature Cited

  1. Instructions on the Designing of Hydraulic Tunnels, SN 238-63 [in Russian], Stroiizdat (1963).

  2. V. S. Éristov and Yu. E. Khechinov, “Concreting of the space behind pipes in the construction of underground penstocks of hydroelectric stations,” in: Power Construction Abroad [in Russian], No. 4 (1966).

  3. G. G. Zurabov and O. E. Gugaeva, Hydraulic Tunnels [in Russian], Part I, Transzheldorizdat, Moscow (1934).

    Google Scholar 

  4. Technical Specifications and Regulations in the Design of Hydraulic Structures, Hydraulic Tunnels of Hydroelectric Stations (TU II-58), Gosénergoizdat (1959).

Download references

Authors

Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 2, pp. 30–31, February, 1972.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Khachikyan, G.G. Calculation of the steel shell in a combined lining of a high-pressure tunnel. Hydrotechnical Construction 6, 146–147 (1972). https://doi.org/10.1007/BF02378183

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02378183

Keywords

Navigation